Title: Thermodynamic Models and Property Estimation
1Thermodynamic Models and Property Estimation
- Pan American Advanced Study Institute
- Workshop on Innovative Approaches to the In-situ
Assessment and Remediation of Contaminated Sites - Rio de Janeiro, Brazil
- July 23 August 3, 2002
- Professor Kalliat T Valsaraj
- Gordon A. and Mary Cain Department of Chemical
Engineering - Louisiana State University, Baton Rouge, LA 70803
2ENVIRONMENTAL COMPARTMENTSEquilibrium, Reaction
Rates and Mass Exchange.
3EQUILIBRIUM COMPARTMENTS OF CONCERN
- Pure Substance (different phases)
- Air (atmosphere, soil pores, sediment pores)
- Water (ground water, surface water, aerosols)
- Soil/solids (aerosols, soils, sediments,
adsorbents) - Biota (organisms, specific organs)
- Vegetation (plants)
- Non-aqueous liquids (oils, lipids)
- Colloids (dissolved organic carbon, particulates)
4Thermodynamic Criteria for Equilibrium Between
Phases
- Chemical potential (?) is an indicator for a
molecule to move from state a to state b
identical to hydrostatic potential for fluid
flow, electrostatic potential for charge flow,
gravitational potential for mechanical work . - Chemical potential is the free energy per mole
available to do chemical work (reactions,
transport between phases). - Equality of chemical potential between phases
means equilibrium between phases. - Chemical potential is an elusive quantity and is
only indirectly measured. - GN Lewis proposed the property fugacity (f) as
more amenable for equilibrium calculations, since
it is directly measurable.
5Equilibrium, Chemical Potential and Fugacity
?AG gt ?AL ? G to L transfer feasible
A in the Gas Phase
?AG lt ?AL ? L to G transfer feasible
?AG
?AG ?AL ? Equilibrium
?AL
Fugacity, f ? exp (?/RT)
A in the Liquid Phase
fAG fAL ? Equilibrium
6Fugacity What is it?
- It is derived from the Latin term fugere which
literally means to flee. As such, it measures
the escaping tendency of a molecule from a phase.
It has units of pressure. - If fugacity in two phases is the same then the
molecule has reached equilibrium between the
phases. - The above thermodynamic criterion allows us to
obtain the ratios of concentrations at
equilibrium in a variety of cases.
7Fugacity Definition for Different Phases.
- Fugacity for a gas defined as fi yi ?i P ,where
yi is the mole fraction of i, ?i is called the
fugacity coefficient and P is the total pressure.
For ideal gases ?i 1 and fugacity is the same
as partial pressure. - Fugacity for a liquid or solid defined as fi ?i
xi fi0 where xi is the mole fraction in the
liquid or solid phase, ?i is the activity
coefficient (representing the deviation from
ideality) and fi0 is called the reference
fugacity. For ideal liquids or solids, ?i 1,
fi0 P, the pure component vapor pressure and
fugacity is xiP (Raoults law).
8An Example Gas-Liquid Equilibrium
- Characterized by equal fugacity.
- yi ?iP ?i xi fi0 ? yi / xi ?i fi0 / ?iP .
- The ratio yi / xi is called the equilibrium
constant. - Note that mole fractions y and x are proportional
to concentrations.
9EQUILIBRIUM PARTITION CONSTANT
Equilibrium Partition Constant characterizes the
ratio of concentrations of a compound between
any two phases at equilibrium. Keq Ci /
Cj Where Ci and Cj represents the concentration
in the respective phases at equilibrium. The
concentrations may be expressed in various units
appropriate to each phase. Hence the equilibrium
partition constant may have dimensions or be
dimensionless.
10Concentration Units
- Solute in vapor phase partial pressure (pa /
atm), molar or mass concentration (Ca / mol.m-3
or mg.m-3), vapor phase mole fraction (y). - Solute in liquid phase molar or mass
concentration (Cw / mol.m-3, or mol. L-1 or
mg.m-3, or mg.L-1 ), weight fraction, mole
fraction (x). - Solute in solid phase, colloids or biota mass
of compound per unit unit mass of solid, colloid
or biota (W / mg.kg-1), weight fraction.
11Air-Water Equilibrium(Henrys Law)
- (fi)a (fi)w
- (yi?iP) (xi?iPi)
- Note for ideal gas (air) ?i 1 and for compound
i in water, Pi is the pure component vapor
pressure. Therefore, yi P xi ?iPi. - Since yiP Pi represents the partial pressure
(concentration) in the air and xi represents the
mole fraction (concentration) in the water, the
ratio Pi/xi Hi is the equilibrium constant for
air-water system. This is called the Henrys
constant. - Note that Hi is given by ?iPi.
- For most organic compounds that are sparingly
soluble in water, ?i can be replaced by its value
at saturation solubility in water, ?i which is
also given by the reciprocal of the mole fraction
solubility. In other words, ?i 1/ xi.
Therefore, Hi Pi / xi.
12Example Benzene in Air-Water Systems
- Saturation solubility in water at 25 C 1,780
g.m-3 - xi (1,780/78)/(106/18)(1,780/78) 4.1 x
10-4 - Hence, ?i 1/ xi 2,437.
- Saturation vapor pressure, Pi 0.125 atm.
- Hence, Hi (2,437)(0.125) 304 atm.
- Henrys law constant can also be expressed in
various other forms. - Note that to obtain H we need literature data on
both vapor pressure and saturation aqueous
solubility.
13Different Forms of Henrys Law
- Definition SI units Relationship to ,i
- ,i Pi/xi Pa --
- ,c Cig/CiR dimensionless ,cvw/ RT,i
- ,x yi/xi dimensionless ,x va/ RT ,i
- ,a Pi/CiR Pa.m3.mol-1 ,a vw/,i
- Note vw is the partial molar volume of water (
0.018 R/mol at 298K) and va is the partial
molar volume of air ( 22.4 R/mol at 298K)..
Cig and CiR are respectively the molar
concentrations of solute in the gas and liquid
phases. yi is the mole fraction of solute i in
the gas phase.
14Estimation of Vapor Pressure
- Antoine equation ln P A B / (t C)
- Compound Range of t A B C
- (EC)
- chloroform -35 to 61 6.493 929.4 196.0
- benzene 8 to 103 6.905 1211.0 220.
- biphenyl 69-271 7.245 1998.7 202.7
- naphthalene 86-250 7.010 1733.7 201.8
- tetrachloroethylene 37-120 6.976 1386.9 217.5
- pyrene 200-395 5.618 1122.0 15.2
- p-dichlorobenzene 95-174 7.020 1590.9 210.2
- pentafluorobenzene 49-94 7.036 1254.0 216.0
- nitrogen 7.345 322.2 269.9
- carbondioxide 9.810 1347.7 273.0
- hydrogen peroxide 7.969 1886.7 220.6
- ammonia 9.963 1617.9 272.5
- sulfur dioxide 7.282 999.9 237.2
15Vapor Pressure Estimation - Continued
- Liquids at room temperature ln Pl ? 19
1-Tb/T 8.5 ln (Tb/T) - Solids at room temperature Correction needed
for sub-cooled liquid. ln (Ps/Ps(l)) ? - 6.8
Tm/T 1 - Tb is the boiling point of the liquid, Tm is the
melting point of the solid.
16Vapor Pressure Estimation
17Estimation of Aqueous Solubility
- Remember that for sparingly soluble organic
compounds, xi 1 / ?i . Hence estimation of
mole fraction solubility is through activity
coefficient determination. - Activity coefficient correlated to the following
- 1. Solute size (molecular area, molecular volume)
- 2. Hydrophobicity indicator (Octanol-water
partition constant) - 3. Solute property (normal boiling point)
- 4. Group Contribution methods (UNIFAC)
18Aqueous Solubility Correlation with Molecular Area
19Aqueous Solubility Correlation with Molecular
Volume
20Aqueous Solubility Correlations with
Octanol-Water Partition Coefficients
21Aqueous Solubility from Group Contribution Methods
22Estimation of Octanol.-Water Partition Constants
- Octanol-Water partition constant is a measure of
the degree of hydrophobicity of a compound. In
other words, it is a measure of the activity
coefficient in water.
23Estimation of Octanol-Water Partition Constant
from Group Contributions
- Log Kow ?bj ?Bk
- Tables of data available for fragment constant bj
and structural factor Bk - Comprehensive Sources
- 1. C Hansch and A Leo Exploring QSAR, American
Chemical Society Professional Reference Books,
ACS, Washington , DC (1995). - 2. C Hansch, A Leo and D Hoekman Exploring QSAR
Hydrophobic, Electronic and Steric Constants,
ACS Professional Books, ACS, Washington, DC
(1995).
24Estimation of Henrys Constants from Bond and
Group Contribution Methods
- Bond Contribution Scheme Assigns values to each
bond and sums up the contributions. Reference J
Hine and P K Mookerjee. Journal of Organic
Chemistry, Vol. 40, 292- 298 (1975). - Group Contribution Scheme Breaks up molecule
into groups, assigns values to each group and
adds up the contributions. Reference W H Meylan
and P H Howard. Henrys Law Constant Program,
Lewis Publishers, Boca Raton, FL (1992).
25Example H from Bond Contribution
26Experimental Values of Henrys Constants
Caution!!
27? A Word of Caution About Physico-chemical Data
Original (a) SW data 9note log scsle), and (b)
log KOW data for DDT (18-25C) plotted as a
function of Publication date (modified from
Pontolillo and Eganhouse, 2001). Double-headed
arrows correspond to data published as a range
of solubilities. Single-headed arrows indicate
data published as maximum solubilities.
28Factors that Effect Experimental Values of Hi
- Temperature
- Co-solvents
- Colloids and Particulates
- pH (for ionic solutes)
- Ionic strength
- Note These effects through their influence on
aqueous solubility (activity coefficient).
29Soil-Water Partition Constant
30Soils and Sediments have Similar Composition ?
31Soil-Water Partition Constant - Definition
- Ksw (L.kg-1) (W mg solute per kg sorbent) /
(Cw mg solute per liter of solution) - Ksw has two contributions (1) mineral surface
area, (2) Organic carbon fraction on minerals. - Ksw ?min Sa Kmin ?oc Koc
- In most cases Ksw ?oc Koc, since organic carbon
dominates partitioning. - Note that Koc represents the organic carbon
normalized partition constant and is reasonably
constant for a chemical over all types of soils
and sediments.
32Ksw is correlated to Kow (hydrophobic indicator)
33Ksw correlated to Cw
Log Koc a b log Cw
Correlation a b r2 Note
Kenaga and Goring 3.64 -0.55 0.71 Cw in
mg/L Karickhoff et al 0.44 -0.54 0.94 Cw in
mole fraction Chiou et al 4.277 -0.557 0.99 Cw
?moles/L
34Koc Estimation from Correlations Caution!!
- Example benzene (aqueous solubility 1,780
mg/L). - Kenaga-Goring correlation 71 mL/g
- Karickhoff et al correlation 186 mL/g
- Chiou et al correlation 71 mL/g
- Variability a factor of 2
- Experimental Value 83 mL/g
35Mineral Matter Contribution to Ksw
36Factors that Effect Ksw
- Colloids in the aqueous phase
KocKoco/(1CcKc). Note Koco is the soil
OC-water partition constant without colloids, Cc
is the colloid concentration, Kc is the
colloid-water partition constant for contaminant.
Typically Kc ? Koco. Increased colloid
concentration decreases partitioning to sediment
(soil). - Co-solvents in the aqueous phase ln (Koc/Koco)
- 0.5 (?? /kBT)(HSA) ?c, Note ?? is the
difference in surface tension between water and
pure co-solvent, HSA is the hydrophobic area of
the solute, ?c is the co-solvent volume fraction.
37Factors that Effect Ksw Continued(Ionizable
Organics, f(pH))
Pentachlorophenol partitioning to soil Lee et al,
1990
38Sources of Koc
- Lyman et al (1990) Handbook of Chemical Property
Estimation Methods, ACS, Washington, D.C. - Boethling and Mackay (2000) Handbook of Property
Estimation Methods for Chemicals Environmental
and Health Sciences, Lewis Publishers, Boca
Raton,FL. - J H Montgomery (1996) Groundwater Chemicals Desk
Reference, Second Edition, CRC Lewis, Boca Raton,
FL. - C L Yaws (1999) Chemical Properties Handbook,
McGraw Hill, NY. - M Reinhard and A Drefahl (1999) Handbook for
Estimating Physicochemical Properties of Organic
Compounds Toolkit on CDROM, John Wiley, NY.
39Biota-Water Partition Constant
KBW CiB / CiW, where CiB is the mass of
pollutant per mass of the organism.
Most of the pollutant is associated with the
lipid mass of the organism.
Since octanol is a good surrogate for the lipid
content, KBW is correlated with the
octanol-water partition constant. Log KBW a
log Kow b.
40Bioconcentration Factor Another name for
Biota-water Partitioning
- (fw) (fj) where j represents any one
compartment within the organism. - Thus, for biota-water Cwvw?wfo Cjvj?jfo
- Note that CB ? Cj
- Similarly for the octanol-water system Cwvw?wfo
Covo?ofo. - Leads to KBW Constant . Kow
41Correlation to Estimate KBW
42Soil (Sediment) Air Partition Constant
43Soil (Sediment) - Air Partition Constant
- Dry soil - lt 2 w/w water content - Soil
sorption controlled by air-soil partitioning -
BET multilayer adsorption S shaped isotherm. - Damp soil - 2 5 water content - Soil
sorption from mixed phases (air-soil-water). - Wet soil - gt 5 water content Soil sorption
controlled by water-soil partitioning
Vaporization controlled by water vapor
partitioning - Soil to Water to Air pathway. - Contaminant partial pressure in soil air Wet
soil gtgt Damp soilgtgt Dry soil.
44Equations for Estimating Soil (Sediment)-Air
Partition Constants
- Dry soil - KSA (KL/ Ca) Wimax
- Damp soil KSA (KL/ Ca) Wimax 1 - ?w
- Wet Soil - KSA Ksw / Kaw
- KL Langmuir adsorption constant for
contaminant. - Ca - Saturation vapor concentration of
contaminant. - Wimax - monolayer adsorption capacity for
contaminant on soil - ?w - fractional soil surface coverage by water.
- KSW soil-water partition constant for
contaminant. - KAW dimensionless molar concentration ratio
Henrys constant for contaminant between air and
water.
45Relative Magnitudes of Sediment-Air Partition
Constants for Different Moisture Sediments.
46Air-to-Vegetation Partition Constant
- Plant surfaces have wax or lipid layers to
prevent excessive evapo-transpiration. They also
accumulate organic compounds. - Partition constant defined as KVA Wv/(?LCa)
- Wv is concentration in vegetation (ng/g dry
weight), ?L is the lipid content (mg/g dry
weight) and Ca is the atmospheric concentration
of contaminant (ng/m3).
47Correlations for KVA as f(T)
48Non-Aqueous Liquids and Equilibrium
- NALs prevalent in the environment in groundwaters
and sediments. - Both NAL air and NAL water interfaces are
important to recognize. - Can use the principle of equal fugacity at
equilibrium to derive the concentrations in the
adjacent medium.
49NAL Water Equilibrium
- Example gasoline-water system.
- fi xiw?iwfil,o xio?iofil,o
- If NAL is ideal ?io is 1.
- For pure i, saturation solubility in water is xi
1/ ?i. If interaction in water is small ?iw ?
?i. - Hence, xiw / xi xio
50NAL Equilibrium Example Benzene from gasoline
into water
- Gasoline benzene mole fraction xio , activity
coefficient, ?io ? 1 (ideal solution) and 1.5 (
theoretical derived from the Scatchard
Hildebrand theory considering octane properties
for gasoline). - Water mole fraction of benzene xiw, activity
coefficient, ?io ? 2,400 based ib saturation
solubility in water. - For ideal solution, ?io 1. Hence, xio
(2,400/1 ) (xiw). - Assume gasoline contains 1 benzene (vol ? wt ,
average mole. Wt of gasoline 100) - xio (0.01/78)/(0.99/100)(0.01/78) 0.013
- xiw 0.013/2,400 5.3 x 10-6
- Ciw xiw (106/18) 78 23 g/m3
- Note that for non-ideal solution with ?io
1.5, Ciw 35 g/m3.
51NAL Spill scenario
52NAL Air Equilibrium
- Example gasoline-air system.
- fi yiP xio?iofil,o . Note fil,o P.
Reference fugacity for gas phase is P 1 atm. - If NAL is ideal ?io is 1.
- Hence, yi xio (P/P). This is Raoults law.
- Note that the above is valid only if NAL mixture
is composed of similar organics. E.g. hexane in
mixture of n-alkanes. BTEX in gasoline is
marginally ideal.
53Colloids in Natural Water
54Colloid -Water Equilibrium
Diffusion from Sediment Bed to Overlying Water.
55Colloid - Water Equilibrium
Volatilization from a Contaminated Water Body.
56Colloid -Water Equilibrium
- KC represents the equilibrium concentration ratio
of contaminant between colloid and water. - In most cases, since colloids in water are mostly
high molecular weight dissolved macromolecular
species (humic and fulvic acids), KC KOC. - Transport into overlying water is facilitated by
colloids in a sediment-water system. Deff Ds
DCKCCC. - Volatilization from a water body is reduced since
effective water concentration is reduced by
colloids. Cw,eff Cw /1 KCCC.
57Colloid Water Partition Constants
58Applications of Equilibrium Partition Constants
for Environmental Calculations
- Mackay (1979) first suggested the use of fugacity
based models to estimate the partitioning of
chemicals between environmental compartment. - To relate fugacity (Pa) to concentration (mol.
m-3) in each compartment, a fugacity capacity, Z
(mol.m-3. Pa-1) is defined - Z C / f
- A table of values for Z for various compartments
were generated in which each of the respective
equilibrium partition constants were provided.
59Fugacity Capacity Definition
60Fugacity Level I Model
- Once the fugacity capacities are known for
individual compartments, the mean Z value can be
determined by multiplying the respective Zj value
with the volume of the compartment (vj) and
summing over all compartments, ie., ?vjZj - If the total mass of the compound (M, mol) or
chemical input or inventory in all the
compartments is known, M ?mj, then the
fugacity of the compound is given by - f M / ?vjZj
- The respective individual concentration in each
compartment is then given by - Cj f Zj
61Fugacity Level I - Example
- Consider an evaluative environment consisting of
air, water, soil and sediment. - The volumes of the phases are Air 6x109 m3,
Water 7x106 m3, Soil 4.5x104 m3 and Sediment
2.1x104 m3. - The properties for pyrene are Henry's constant
0.9 Pa.m3.mol-1 Kd (soil) 1.23x103 R.kg-1 Ds
(for sediment and soil) 1.5x10-2 kg.R-1 Kd
(sed) 2.05x103 R.kg-1. - Let the temperature be 300K and the total
inventory of pyrene be 1000 mol. - Determine the equilibrium distribution of a
hydrophobic pollutant such as pyrene in this four
compartment model.
62Fugacity Level I Example Continued
- Step 1 Calculate the fugacity capacity Z as
follows - Air Z1 1/RT 1/(8.314 x 300) 4 x 10-4
- Water Z2 1/H 1/0.89 1.1
- Soil Z3 KdDs/H (1.23x103)(1.5x10-2)/0.89
20.7 - Sediment Z4 (2.05x103)(1.5x10-2)/0.89 34.5
- Step 2 Calculate the fugacity f
- f M / ? vj Zj 1000/1.2x107 8.5x10-5 Pa
63Fugacity Level I Model - Continued
- Step 3 Calculate the concentrations in each
phase, Cj - Cair fZ1 3.4 x 10-8 mol.m-3
- Cwater fZ2 9.4 x 10-5 mol.m-3
- Csoil fZ3 1.7 x 10-3 mol.m-3
- Csediment fZ4 2.9 x 10-3 mol.m-3
- Step 4 Calculate the total mass of pyrene in
each compartment,mj - mair Cairvair 205 mol
- mwater Cwatervwater 658 mol
- msoil Csoilvsoil 76 mol
- msediment Csedimentvsediment 61 mol
- Conclusion The largest fraction (65.8) of
pyrene is in water. The next largest fraction
(20.5) resides in the air. Both sediment and
soil environments contain less than 10 of pyrene
each.
64Fugacity Level II and III Models
- Level II is the next higher level in fugacity
models. It considers inflows and outflows from
each compartment, but assumes equilibrium
distribution of chemicals across all
compartments. - Level III relaxes the assumption of equilibrium
distribution in all compartments and considers
mass transfer rates between compartments. - Level III model is widely used in a number of
equilibrium partitioning calculations in the
environmental context. - All models are available in user friendly
versions at the web site http//www.trentu.ca/cem
c. - The book by D Mackay Multimedia Environmental
Models The Fugacity Approach, Second Edition,
Lewis Publishers, Boca Raton, FL (2001) provides
more details.
65Comprehensive Sources of Physicochemical Property
Data
66Books on Property Estimations
- M Reinhard and A Drefahl Handbook for Estimating
Physicochemical Properties of Organic Compounds
Toolkit on CDROM, John Wiley, NY (1999). - B E Poling, J M Prausnitz and J P OConnell The
Properties of Gases and Liquids, Fifth Edition,
McGraw Hill, NY (2000). - K T Valsaraj Elements of Environmental
Engineering Thermodynamics and Kinetics, Second
Edition, CRC/Lewis Publishers, Boca Raton, FL
(2000). - P M Boethling and D Mackay Handbook of Property
Estimation Methods for Chemicals, Lewis
Pubishers, Boca Raton, FL (2001). - W J Lyman, W F Reehl and R H Rosenblatt Handbook
of Chemical Property Estimation Methods, ACS,
Washington, DC (1990). - R P Schwarzenbach, P M Gschwend and D M Imboden
Environmental Organic Chemistry, John Wiley, NY
(1993). - R Baum Chemical Property Estimation Theory and
Applications, Lewis Publishers, Boca Raton, FL
(1998).
67Web Sites for Environmental Property Data
- http//www.chemfinder.camsoft.com
- http//www.webbook.nist.gov
- http//www.syrres.com
- http//www.epa.gov
- http//www.dep.state.pa.us/physicalproperties
- http//www.cas.org/online/dbss/dipprss.html